Attachment N - VOL6_1363603dwg4of10.pdf
PDF 3 MB Posted
- Attached to
- P475 Aircraft Maintenance Hangar
- Solicitation number
- N4008526R0148
About this file
These structural engineering drawings detail the foundation and framing plans for a P-475 Aircraft Maintenance Hangar project at Marine Corps Air Station (MCAS) Beaufort, South Carolina. The documents include six detailed sector foundation plans (Sectors A through F) and a mechanical yard foundation plan, all prepared for the Naval Facilities Engineering Systems Command (NAVFAC). The foundation design features complex pile and grade beam configurations, with specific reinforcement requirements, including 12-inch thick structural slabs, multiple pile cap configurations, and detailed structural notes specifying concrete reinforcement, vapor retarder specifications, and pile testing requirements. The drawings also include roof and third floor framing plans for an associated parking garage, showing precast concrete beam and column configurations with various HSS (hollow structural section) steel elements and detailed connection specifications.
The project is structured with multiple bid options, including a base bid and additional options for photovoltaic (PV) panel installations. Key technical specifications include 1 1/2" steel roof decking, hot-dipped galvanized panel trellis framing, and precise elevation and placement guidelines for structural elements. The documents are part of a comprehensive set of engineering drawings for a complex naval facility project, with modifications noted for May 2023 and October 2025. The drawings were prepared by Speight Marshall Francis Structural Engineers and include detailed grid, elevation, and placement annotations to ensure precise construction implementation.
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Text version
A. SEE THE CIVIL DRAWINGS FOR ACTUAL FINISHED FLOOR ELEVATION. TOP OF
SLAB EQUALS FINISHED FLOOR ELEVATION AND MUST SERVE AS THE
REFERENCE ELEVATION 0'-0".
B. FOR THE STRUCTURAL NOTES AND ABBREVIATIONS SEE SHEETS S-001
THROUGH S-003.
C. SEE THE DIMENSION PLANS ON SHEETS SB101A THROUGH SB101F AND THE
ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. SEE THE
ARCHITECTURAL DRAWINGS FOR LOCATIONS OF MASONRY CONTROL JOINTS
AND PRECAST CONCRETE DETAILS.
E. GRADE BEAMS MUST BE CENTERED ON TOTAL WIDTH OF THE FOUNDATION
WALL, UNLESS OTHERWISE NOTED.
D. COLUMNS AND COLUMN FOOTINGS MUST BE CENTERED ON GRIDS IN BOTH
DIRECTIONS, UNLESS OTHERWISE NOTED OR UNLESS OTHERWISE INDICATED
TO BE MONOLITHIC.
F. TOP OF ALL PILE CAPS AND GRADE BEAMS MUST BE 2'-0" BELOW REFERENCE
ELEVATION 0'-0", UNLESS OTHERWISE NOTED.
G. PILE CAP AND GRADE BEAM CENTERLINES MUST COINCIDE WITH COLUMN
CENTERLINES, UNLESS OTHERWISE NOTED.
GENERAL NOTES:
1. FIRST FLOOR AT HANGAR MUST BE A 12" THICK STRUCTURAL SLAB REINFORCED
WITH #6 AT 9" ON-CENTER MAXIMUM, TOP AND BOTTOM (OUTER LAYER) AND #5
AT 12" ON-CENTER, TOP AND BOTTOM (INNER LAYER), OVER 15 MIL. VAPOR
RETARDER MINIMUM (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION),
OVER 4" DEPTH POROUS FILL.
2. FIRST FLOOR MUST BE A 12" THICK STRUCTURAL SLAB REINFORCED WITH #6 AT
12" ON-CENTER MAXIMUM, EACH WAY, TOP AND BOTTOM, OVER 15 MIL. VAPOR
RETARDER MINIMUM (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION),
OVER 4" DEPTH POROUS FILL.
3. 64" THICK CONCRETE PILE CAP WITH 40 PILES AND REINFORCED WITH #10 AT 8"
ON-CENTER ADDITIONAL PILE CAP REIFORCING WITH 180° HOOKS EACH END, E
ACH WAY, TOP AND BOTTOM.
4. FOUR PILES BETWEEN PILE CAPS. LOCATED AT DIMENSIONS INDICATED ON
DIMENSION PLAN.
5. SUMP PIT - SEE 'TYPICAL SUMP PIT DETAIL' ON SHEET SB505 AND THE PLUMBING
DRAWINGS FOR ADDITIONAL INFORMATION.
6. ELEVATOR PIT - SEE TYPICAL DETAIL ON SHEET SB505.
7. CONCRETE CURB AT SHOWERS - SEE DETAIL ON SHEET SB505.
8. CONDUCT STATIC LOAD TEST ON PILE IN ADDITION TO PDA TESTING.
9. PRECAST MANUFACTURER MUST PROVIDE PANEL BOXOUTS AT THE BOTTOM OF
THE PANEL TO ALLOW SPACE FOR BASE PLATES AND ANCHOR RODS IN ADDITON
CONNECTITONS TO FOUNDATION BELOW MUST BE PROVIDED SO THEY DO NOT
INTERFERE WITH COLUMN BASE PLATES AND ANCHOR RODS.FOR BASE PLATE
AND ANCHOR ROD DETAILS SEE SHEETS SB504 AND SF701.
10. REGION OF SLAB SURFACE WARP AND DIRECTION FROM HIGH POINT TO LOW
POINT. MAINTAIN SPECIFIED SLAB THICKNESS THROUGHOUT WARP REGION.
11. SIX PILES BETWEEN PILE CAPS. LOCATE AT DIMENSIONS INDICATED ON
DIMENSION PLAN.
12. SLAB REINFORCEMENT AND BOTTOM OF SLAB MAY BE HORIZONTAL TO EARTH
AND VARY THE TOP REINFORCEMENT CLEARANCE TO MAINTAIN SLOPE.
FOUNDATION PLAN KEYNOTES: X
FOUNDATION PLAN LEGEND :
DCJ
SLAB-ON-GRADE DOWELED CONSTRUCTION
JOINT - SEE TYPICAL DETAIL ON SHEET SB504
CHANGE IN SLAB ELEVATION - SEE THE ARCHITECTURAL
DRAWINGS FOR EXACT SIZE AND LOCATION
EXTENT OF SLAB SLOPE - SEE THE ARCHITECTURAL
DRAWINGS FOR EXACT LOCATION
X COLUMN GRID MARK
=BF BRACED FRAME - SEE FRAMING ELEVATIONS ON
SHEETS SF201 THROUGH SF209 FOR ADDITIONAL
INFORMATION
= SANITARY OR STORM SEWER PIPING BELOW SLAB -
COORDINATE WITH PLUMB. DWGS. (PIPING PARTIALLY
SHOWN - SEE THE PLUMB. DWGS. FOR ADDITIONAL
PIPING NOT SHOWN)
P-X = PILE CAP MARK - SEE TYPICAL DETAILS ON
SHEET SB501
PCX = PILE CAP IDENTIFICATION NUMBER - FOR
REFERENCE ONLY
TOP OF SLAB ELEVATION - MEASURED
FROM REFERENCE ELEVATION 0'-0"
-XX"
= TOP OF PILE CAP / GRADE BEAM ELEVATION -
MEASURED FROM REFERENCE ELEVATION 0'-0"
(-X'-X")
= TEST PILE LOCATION
= TEST PILE NUMBERTP-X
= "T" SUFFIX ON PILE CAP MARK INDICATES TENSION PILE
CAP
P-XT
GB-X GRADE BEAM MARK - SEE SCHEDULE AND
TYPICAL DETAIL ON SHEET SB502
=GB-XM
SGB STEPPED GRADE BEAM MARK - SEE TYPICAL DETAILS
ON SHEET SB502
"M" SUFFIX ON GRADE BEAM MARK INDICATES
MONOLITHIC GRADE BEAM - TOP OF GRADE BEAM
ELEVATION EQUALS TOP OF SLAB ELEVATION
MSW
= "M" SUFFIX ON PILE CAP MARK INDICATES
MONOLITHIC PILE CAP - TOP OF PILE CAP
ELEVATION EQUALS TOP OF SLAB ELEVATION
P-XM
=PGX PILE GROUP NUMBER FOR PILES SUPPORTING
GRADE BEAM - FOR REFERENCE ONLY
=MASONRY SHEARWALL MARK - REINFORCE FULL
HEIGHT WITH #5 AT 32"o/c VERT. AND W2.8x2.8 LADDER REINFORCING AT 8"o/c
REINFORCING
PLACEMENT
SEQUENCE
(TYP. U.O.N.)
INNER
LAYERS
O U
TE
R
LA
Y
E R
S
HJ
HE
HF
HG
HH
H1 H2 H3 H4 H5 H6 H7 H8 H9
D
HK
HJ.2
H7.6H7.3
W 18x9
W 18x9
W 18x9
W 18x9
W 18x97
W 18x9
W 18x9
W 18x9
W 18x9
W 18x9
W 18x97
W 18x1
W 18x130
W 18x2
W 18x2
W 18x258
W 18x2
W 18x2
C1
SB402
C1
SB402
P-40T
FOR CONTINUATION SEE SHEET SB111ZD
F O
R C
O N
T
IN
U A
T
IO
N S
E E
S H
E E
T S
B
1Z B
S E
C
TO
R A
S E
C
TO
R B
SECTOR A
SECTOR D
SECTOR A
SECTOR D
BF BF BF BF
BF BF BF BF
B F
S G
B G
B -4
G B
-4 G
B -4
G B
-4
GB-4 GB-4
GB-3 GB-3
GB-6
G B
-5
GB-6
GB-6 GB-6GB-6
G B
-5 G
B -5
G B
-5
GB-1M GB-1M
GB-1MGB-1M
GB-1M GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
P-8B
PC2
P-8B
PC3
P-8B
PC4
P-8B
PC5
P-6T
PC6
P-4
PC7
P-4
PC34
P-4
PC36
P-1M
PC28
P-1M
PC29
P-1M
PC30
P-1M
PC27
P-1M
PC28
P-1M
PC31
P-1M
PC16
P-1M
PC13
P-1M
PC10
P-1M
PC17
P-1M
PC12
P-1M
PC11
P-1M
PC48
P-1M
PC43
P-1M
PC42
GB-5
G B
-5
C1
SB403
A1
SB402
C2
SB403
BF
-0'-1/2"
TP-1
GB-7
C1A
SB403
P-2A
PC23
P-2A
PC22
P-2A
PC20
P-2A
PC19
P-2
PC18
P-2
PC21
P-2
PC7
P-2
PC33
P-2A
PC50
P-2
PC24
P-2
PC25
P-2
PC50
MSW
MSWMSW
SIM. TO
A1
SB402
A1
SB404
A1
SB404
O N
E W
A Y
S
LA
B S
P A
N O
N E
W A
Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N O
N E
W A
Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N O
N E
W A
Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
P-1
PC15
P-1
PC14
P-1
PC9
P-1
PC26
P-1
PC27
P-1
PC32
G B
-5 G
B -5
G B
-5 G
B -5
G B
-5 G
B -5
G B
-5 G
B -5
GB-6
PG1
PG2
PG3
PG4
PG5 PG6
PC1
P-2
PC8
GB-6
P-2
PC35
P-2
PC37GB-6GB-6
GB-7GB-7GB-7GB-7
S G
B S
G B
(-3'-10")
(-2'-0")
(-2'-0")
S G
B
(-3'-6")
(-2'-0")
(-2'-0")
(TYP.)
C3
SB402
S G
B
SGBA1
SB403
-3'-4"
-3'-6"
-3'-6"
-3'-8"
0'-0" 0'-0"
-2'-10"
0'-0"
-3'-6"
-3'-8"
0'-0" 0'-0"
0'-0"
0'-0" 0'-0"
0'-0"
-3'-0"
-2-11"
0'-0"
0'-0" 0'-0" -2'-10"
0'-0"
-2'-6"
-2'-7"
0'-0" 0'-0"
+1 1/4"
-3'-2 7/8"
-3'-3 3/4"
-3-7"-3'-5"
+1 1/4"+1 1/4" +1 5/16"+1 5/16" +1 5/16"
0-0" 0-0" 0-0"
G B
-5 G
B -5
G B
-5
G B
-5 G
B -5
G B
-5
G B
-5 G
B -5
G B
-5
GB-9 (LOW)
GB-1M
GB-1M
GB-9 (LOW)
GB-9 (LOW)
GB-1M
GB-1M
GB-1M
GB-9 (LOW)
GB-9 (LOW)
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
-3'-6"
-3'-4"
-3'-6"
-3'-4"
-3'-6"
-3'-6"
GB-1M
GB-1M
GB-1M GB-1M
GB-1M
GB-1M
GB-1M
-2'-11"
0-0" 0-0" 0-0" 0-0" 0-0" 0-0"
-3'-6"
-3'-8"
-3'-2 3/4"
-3'-3 7/8"
+1 1/4"
-3'-2 1/2" -3'-2 1/2"
+1 5/16"+1 5/16"
-3'-2 1/2" -3'-2 1/2"
+1 5/16"+1 5/16"
-3'-2 1/2" -3'-2 1/2"
-2'-10"
-2'-11"
-2'-10"
-2'-11" -3'-0"-3'-0"
-2-11" -2-11"
C1
SB403
ENGINEERS + SURVEYORS
A B C
D
KEYPLAN
E F
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
NEK
CUI
CUI
C U
I
12/15/2022
P -4
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
S
IT
E
B A
S E
D B
ID
A
N D
A D
D
IT
IO
N
A L
O P
TI
O
N S
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/B
LD
G
P
3- S
.rv t
/1
1/
:5 7:
P
M
As indicated
H A
N G
A R
F
O U
N D
A T
IO
N
P
LA
N
S E
C T
O R
SB111ZA
EHI NAA DWS
12871458
SPEIGHT MARSHALL FRANCIS. .
STRUCTURAL ENGINEERS
SM&F Job No:WWW.SMANDF.CO
1228 PERIMETER PARKWAY, SUITE 201
P: 757.427.1020
VIRGINIA BEACH, VIRGINIA 23454
7814 CAROUSEL LANE SUITE 200
P: 804.464.4111
RICHMOND, VIRGINIA 23294
20.009-B
ALL COLUMNS INDICATED ON
THIS PLAN ARE PART OF SFRS.
1/8" = 1'-0" A1
FOUNDATION - BID OPTION - Sector A
M O
D P
/2
M O
D P
A
N D
M O
D P
/2
1/13/2023
REINFORCING
PLACEMENT
SEQUENCE
(TYP. U.O.N.)
INNER
LAYERS
O U
TE
R
LA
Y
E R
S
HJ
HE
HF
HG
HH
H9 H10 H11 H12 H13 H14 H15
D
HK
HJ.2
H10.6H10.3 H13.6H13.3
W 18x2
W 18x2
58 W 18x258
W 18x258
W 18x258
W 18x258 W
18x2
F O
R C
O N
T
IN
U A
T
IO
N S
E E
S H
E E
T S
B
1Z A
FOR CONTINUATION SEE SHEET SB111ZE
S E
C
TO
R B
S E
C
TO
R C
S E
C
TO
R A
S E
C
TO
R B
SECTOR B
SECTOR E
SECTOR B
SECTOR E
GB-3
GB-3
GB-3 GB-3 GB-3 GB-3
GB-6GB-6GB-6
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
P-4
PC69
P-4
PC68
P-4
PC38
P-1M
PC48
P-1M
PC43
P-1M
PC47
P-1M
PC44
P-1M
PC41
P-1M
PC57
P-1M
PC62
P-1M
PC63
P-1M
PC58
P-1M
PC61
P-1M
PC64
P-1M
PC79
P-1M
PC78
P-1M
PC73
P-1M
PC80
P-1M
PC77
P-1M
PC74
P-1M
PC92
P-1M
PC93
P-1M
PC98
P-1M
PC91
P-1M
PC94
P-1M
PC97
P-1M
PC111
P-1M
PC110
P-1M
PC105
G B
-5
C1
SB403
A1
SB401Z
C2
SB403
F O
R C
O N
T
IN
U A
T
IO
N S
E E
S H
E E
T S
B
1Z C
-0'-1"
TP-2
GB-7
P-8A
C1A
SB403
P-2A
PC50
P-2A
PC117
P-2
PC50
P-2A
PC51
P-2A
PC53
P-2A
PC54
P-2A
PC84
P-2A
PC85
P-2A
PC86
P-2A
PC87
P-2A
PC116
P-2
PC115
P-2
PC89
P-2
PC88
P-2
PC82
P-2
PC83
P-2
PC55
P-2
PC56
P-2
PC52
A1
SB402
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N O
N E
W A
Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N O
N E
W A
Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
P-1
PC46
P-1
PC45
P-1
PC40
P-1
PC59
P-1
PC60
P-1
PC65
P-1
PC81
P-1
PC76
P-1
PC75
P-1
PC90
P-1
PC95
P-1
PC96
G B
-5 G
B -5
G B
-5 G
B -5
G B
-5 G
B -5
G B
-5 G
B -5
G B
-5 G
B -5
G B
-5 G
B -5
G B
-5 G
B -5
G B
-5 G
B -5
P-2
PC37
P-2
PC39
GB-6
GB-6 GB-6
GB-6 GB-6 GB-6 GB-6 GB-6
P-2
PC115
P-2
PC67
P-2
PC72
P-2
PC71
GB-6 GB-6 GB-6 GB-6 GB-6
P-2
PC66 PC101
P-8
PC70
P-2
PC83
P-2
PC99
P-2
PC104
P-2
PC100
GB-7 GB-7 GB-7 GB-7 GB-7 GB-7 GB-7 GB-7
(TYP.)
MSW
0'-0" 0'-0"
0'-0"
0'-0" 0'-0"
0'-0"
0'-0" 0'-0"
0'-0"
0'-0" 0'-0"
0'-0"
-2'-6"
-2'-7"
0'-0" 0'-0" 0'-0" 0'-0" 0'-0" 0'-0" 0'-0" 0'-0"
+1 5/16"+1 5/16" +1 3/16"+1 3/16" +1 5/16"+1 5/16" +1 3/16"+1 3/16" +1 5/16"+1 5/16"
0-0"
0-0" 0-0"
0-0"
G B
-5 G
B -5
G B
-5
G B
-5 G
B -5
G B
-5
G B
-5 G
B -5
G B
-5
G B
-5 G
B -5
G B
-5
G B
-5 G
B -5
G B
-5
GB-9 (LOW)
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
-3'-4"
-3'-6"
-3'-4"
-3'-6"
-3'-4"
-3'-6"
-3'-4"
-3'-6"
-3'-4"
-3'-6"
-3'-6" -3'-6" -3'-6" -3'-6"
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
0-0" 0-0" 0-0" 0-0" 0-0" 0-0" 0-0"
0-0"
0-0" 0-0"
-3'-6"
-3'-8"
-3'-6"
-3'-8"
-3'-6"
-3'-8"
-3'-6"
-3'-8"
+1 3/16"+1 3/16"
-3'-2 1/2" -3'-2 1/2"
+1 5/16"+1 5/16"
-3'-2 1/2" -3'-2 1/2"
+1 3/16"+1 3/16"
-3'-2 1/2" -3'-2 1/2"
+1 5/16"+1 5/16"
-3'-2 1/2" -3'-2 1/2"
+1 5/16"+1 5/16"
-3'-2 1/2" -3'-2 1/2"
-2'-10"
-2'-11"
-2'-10"
-2'-11" -2'-11"
-2'-10"
-2'-11"
0-0"
0-0"
-2'-10"
-2'-11" -3'-0"
-2-11"
-3'-0"
-2-11"
-3'-0"
-2-11"
-3'-0"
-2-11"-2'-10"
A4
SB401Z
ENGINEERS + SURVEYORS
A B C
D
KEYPLAN
E F
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
NEK
CUI
CUI
C U
I
12/15/2022
P -4
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
S
IT
E
B A
S E
D B
ID
A
N D
A D
D
IT
IO
N
A L
O P
TI
O
N S
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/B
LD
G
P
3- S
.rv t
/1
1/
:5 7:
P
M
As indicated
H A
N G
A R
F
O U
N D
A T
IO
N
P
LA
N
S E
C T
O
B
SB111ZB
12871459
SPEIGHT MARSHALL FRANCIS. .
STRUCTURAL ENGINEERS
SM&F Job No:WWW.SMANDF.CO
1228 PERIMETER PARKWAY, SUITE 201
P: 757.427.1020
VIRGINIA BEACH, VIRGINIA 23454
7814 CAROUSEL LANE SUITE 200
P: 804.464.4111
RICHMOND, VIRGINIA 23294
20.009-B
(FOR PLAN NOTES AND LEGEND SEE SHEET SB111A)
ALL COLUMNS INDICATED ON
THIS PLAN ARE PART OF SFRS.
1/8" = 1'-0" A1
FOUNDATION - BID OPTION - Sector B
M O
D P
/2
M O
D P
A
N D
M O
D P
/2
SEQUENCE
(TYP. U.O.N.)
INNER
LAYERS
O U
TE
R
LA
Y
E R
S
HJ
HE
HF
HG
HH
H15 H16 H17 H19 H23
D
HK
H22H21H20H18
HJ.2
H16.6H16.3
W 10x45
W 18x2
W 18x258
W 18x258
W 18x258 W
18x2
W 18x1
W 18x130
W 18x9
W 18x9
W 18x9
W 18x9
W 18x9
W 18x9
W 18x9
W 18x9
W 18x9
W 18x9
W 18x9
C1
SB402
F O
R C
O N
T
IN
U A
T
IO
N S
E E
S H
E E
T S
B
1Z B
FOR CONTINUATION SEE SHEET SB111ZF
S E
C
TO
R B
S E
C
TO
R C
SECTOR C
SECTOR F
SECTOR C
SECTOR F
4 4
BF BF BF BF
BF BF BF BF
B F
GB-3 GB-3
GB-4 GB-4
G B
-4 G
B -4
G B
-4 G
B -4
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
G B
-5 G
B -5
G B
-5 G
B -5
S G
B
S G
B
P-4
PC102
P-4
PC133
P-4
PC134
P-6T
PC135
P-8B
PC136
P-8B
PC140
P-8B
PC141
P-8B
PC146
P-1M
PC111
P-1M
PC110
P-1M
PC112
P-1M
PC109
P-1M
PC106
P-1M
PC122
P-1M
PC127
P-1M
PC128
P-1M
PC123
P-1M
PC126
P-1M
PC129
P-1M
PC144
P-1M
PC143
P-1M
PC138
P-1M
PC145
P-1M
PC142
P-1M
PC139
GB-5
G B
-5
C1
SB403
A4
SB402
C2
SB403
BF
-0'-1"
TP-3
GB-7
22'-0"C1A
SB403
P-2A
PC117
P-2A
PC118
P-2A
PC119
P-2A
PC149
P-2A
PC150
P-2
PC115
P-2
PC121
P-2
PC120
P-2
PC148
MSW
A1
SB402
SIM. TO
A1
SB404
O N
E W
A Y
S
LA
B S
P A
N O
N E
W A
Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
P-1
PC113
P-1
PC108
P-1
PC107
P-1
PC124
P-1
PC125
P-1
PC130
G B
-5 G
B -5
G B
-5 G
B -5
G B
-5 G
B -5
G B
-5 G
B -5
PG7 PG8
PG12
PG11
PG10
PG9
P-40T
PC147
GB-6 GB-6 GB-6 GB-6 GB-6
P-2
PC115
P-2
PC114
P-2
PC121
GB-6 GB-6 GB-6 GB-6 GB-6
P-2
PC104
P-2
PC132
P-2
PC103
P-2
PC131 P-2
PC137
GB-7 GB-7 GB-7 GB-7 GB-7
C1
SB402
(TYP.)
MSW
A1
SB403
(-2'-0")
(-3'-10")
(-2'-0")
C3
SB402
0'-0" 0'-0"
0'-0"
0'-0" 0'-0"
0'-0"
-3'-6"
0'-0" 0'-0"
0'-0"
-2'-6"
0'-0" 0'-0" 0'-0" 0'-0" 0'-0"
0'-0"
-2-10" -2'-7"
-3'-2 3/4
-3'-3 7/8"
+1 1/4"+1 1/4"+1 5/16" +1 5/16"+1 5/16"
0-0" 0-0"
G B
-5 G
B -5
G B
-5
G B
-5 G
B -5
G B
-5
G B
-5 G
B -5
G B
-5
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
-3'-4"
-3'-6"
-3'-4"
-3'-6"
-3'-4"
-3'-6"
-3'-6" -3'-6" -3'-6"
-3'-8"
-3-7" -3'-5"
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
GB-1M
0-0" 0-0" 0-0" 0-0" 0-0" 0-0"
-3'-6"
-3'-8"
-3'-6"
-3'-8"
+1 5/16"+1 5/16"
-3'-2 1/2" -3'-2 1/2"
+1 5/16"+1 5/16"
-3'-2 1/2" -3'-2 1/2"
+1 1/4"+1 1/4"
-3'-2 1/2" -3'-2 1/2" -3'-3 7/8"
-3'-3 3/4"
0-0"
0-0"
-2'-10"
-2'-11"
-2'-10"
-2'-11" -2'-11" -3'-0"
-2-11"
-3'-0"
-2-11"
-3'-0"
-2-11" -2'-10"
ENGINEERS + SURVEYORS
A B C
D
KEYPLAN
E F
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
NEK
CUI
CUI
C U
I
12/15/2022
P -4
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
S
IT
E
B A
S E
D B
ID
A
N D
A D
D
IT
IO
N
A L
O P
TI
O
N S
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/B
LD
G
P
3- S
.rv t
/1
1/
:5 7:
P
M
As indicated
H A
N G
A R
F
O U
N D
A T
IO
N
P
LA
N
S E
C T
O
C
SB111ZC
12871460
SPEIGHT MARSHALL FRANCIS. .
STRUCTURAL ENGINEERS
SM&F Job No:WWW.SMANDF.CO
1228 PERIMETER PARKWAY, SUITE 201
P: 757.427.1020
VIRGINIA BEACH, VIRGINIA 23454
7814 CAROUSEL LANE SUITE 200
P: 804.464.4111
RICHMOND, VIRGINIA 23294
20.009-B
(FOR PLAN NOTES AND LEGEND SEE SHEET SB111A)
ALL COLUMNS INDICATED ON
THIS PLAN ARE PART OF SFRS.
1/8" = 1'-0" A1
FOUNDATION - BID OPTION - Sector C
M O
D P
/2
M O
D P
A
N D
M O
D P
/2
SEQUENCE
(TYP. U.O.N.)
INNER
LAYERS
O U
TE
R
LA
Y
E R
S
A
B
C
HE
HF
32 4
H5 H6 H7 H8 H9
B.8
D
B.2
A.1
3.73.53.2 3.9
H7.6H7.3
W 10x4
W 10x4
W 10x4
W 10x4
W 10x45
W 18x130
W 18x2
W 18x2
W 18x258
W 18x2
W 18x2
C1
SB401
C1
SB401
C1
SB402
A1A
SB401
A1A
SB401
F O
R C
O N
T
IN
U A
T
IO
N S
E E
S H
E E
T S
B
1Z E
S E
C
TO
R D
S E
C
TO
R E
SECTOR A
SECTOR D
SECTOR A
SECTOR D
FOR CONTINUATION SEE SHEET SB111ZA
S G
B G
B -4
G B
-4
GB-4 GB-4
GB-3 GB-3
GB-6GB-6
G B
-5
G B
-5
GB-1M GB-1M GB-1M GB-1M GB-1M
GB-1M
P-8B
PC4
P-8B
PC5
P-6T
PC6
P-4
PC7
P-4
PC34
P-4
PC36
P-2
PC202
P-2
PC200
P-2
PC209
P-2
PC218
P-2
PC217
P-2
PC221
P-2
PC215
P-2
PC214
P-2
PC211
P-2
PC223
P-2
PC224
P-1M
PC30
P-1M
PC31
P-1M
PC10
P-1M
PC11
P-1M
PC42
G B
-5
BF
-0'-1/2"
-0'-1/2"
P-2
PC207
P-1M
PC206
P-1M
PC210
P-1
PC201
P-2
PC205
P-1M
PC204
P-1M
PC212
P-1M
PC225
P-1M
PC222
P-1
PC216
P-1M
PC222
TP-4
C1A
SB403
P-2
PC213
P-2
PC7
P-2
PC33
P-2
PC203
GB-2 GB-2 GB-2
G B
-2 G
B -2
GB-2
GB-2
G B
-2
P-2
PC208
M S
W
MSW
MSWMSW
MSW
SIM. TO
A1
SB402
C3
SB401
C2
SB401
A3
SB401
A1
SB401
P-2
PC219
P-2
PC220
HSS3x3 x1
/4
W 10x3
W 10x3
3 W 10x33
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
G B
-8 G
B -8
G B
-8 G
B -8
GB-8
GB-8
GB-8 GB-9
G B
-8
GB-8
GB-8GB-8GB-8
GB-2
G B
-2
P-1
PC9
P-1
PC32
G B
-5
G B
-5
G B
-8
PG3
PG4
PG5 PG6
P-2
PC8
P-2
PC35
P-2
PC37GB-6GB-6
S G
B
(-3'-10")
(-2'-0")
(-2'-0")
(TYP.)
M S
W
MSW
MSW
MSW
C3
SB402
A1A
SB401
-2'-10"
-3'-0"
-2-11"
0'-0"
0'-0" 0'-0" -2'-10"
0'-0"
-2'-6"
-2'-7"
0'-0" 0'-0"
+1 1/4"+1 1/4" +1 5/16"+1 5/16" +1 5/16"+1 5/16"
0-0" 0-0" 0-0"
G B
-5 G
B -5
G B
-5 G
B -5
G B
-5 G
B -5
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M GB-1MGB-1M
-2'-11"
0-0" 0-0" 0-0" 0-0" 0-0" 0-0"
-2'-10"
-2'-11"
-2'-10"
-2'-11" -3'-0"-3'-0"
-2-11" -2-11"
C1
SB403
ENGINEERS + SURVEYORS
A B C
D
KEYPLAN
E F
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
NEK
CUI
CUI
C U
I
12/15/2022
P -4
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
S
IT
E
B A
S E
D B
ID
A
N D
A D
D
IT
IO
N
A L
O P
TI
O
N S
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/B
LD
G
P
3- S
.rv t
/1
1/
:5 7:
P
M
As indicated
H A
N G
A R
F
O U
N D
A T
IO
N
P
LA
N
S E
C T
O
SB111ZD
12871461
SPEIGHT MARSHALL FRANCIS. .
STRUCTURAL ENGINEERS
SM&F Job No:WWW.SMANDF.CO
1228 PERIMETER PARKWAY, SUITE 201
P: 757.427.1020
VIRGINIA BEACH, VIRGINIA 23454
7814 CAROUSEL LANE SUITE 200
P: 804.464.4111
RICHMOND, VIRGINIA 23294
20.009-B
(FOR PLAN NOTES AND LEGEND SEE SHEET SB111A)1/8" = 1'-0"
A1 FOUNDATION - BID OPTION - Sector D
M O
D P
/2
M O
D P
A
N D
M O
D P
/2
SEQUENCE
(TYP. U.O.N.)
INNER
LAYERS
O U
TE
R
LA
Y
E R
S
A
B
C
HE
4 5 6 7 98
H9 H10 H11 H12 H13 H14 H15
5.10 6.6 6.8 7.2 10
B.8
D
B.2
A.7
A.2
6.9
W 10x45 W
10x4
W 10x4
W 10x4
W 10x4
W 10x4
W 10x4
W 10x4
W 10x45
W 10x4
W 10x4
W 10x45
W 18x2
W 18x2
58 W 18x258
W 18x258
W 18x258
W 18x258 W
18x2
C1
SB401
A1
SB401
A1
SB401
G B
-8
GB-3
S G
B
ELEV.
S G
B
(-4'-0")
W 10x4
HSS4x4 x1
/4
F O
R C
O N
T
IN
U A
T
IO
N S
E E
S H
E E
T S
B
1Z F
F O
R C
O N
T
IN
U A
T
IO
N S
E E
S H
E E
T S
B
1Z D
S E
C
TO
R E
S E
C
TO
R F
S E
C
TO
R D
S E
C
TO
R E
SECTOR B
SECTOR E
SECTOR B
SECTOR E
S G
B
HSS4x4x1/4
HSS4x4 x1
/4
GB-3
GB-3
GB-3 GB-3 GB-3 GB-3
GB-6GB-6GB-6
P-4
PC36
P-4
PC102
P-4
PC69
P-4
PC68
P-4
PC38
P-2
PC221
P-2
PC239
P-2
PC247
P-2
PC265
P-2
PC300
P-2
PC246
P-2
PC235
P-2
PC238
P-2
PC229
P-2
PC231
P-2
PC230
P-2
PC243
P-2
PC244
P-2
PC242
P-2
PC253
P-2
PC255
P-2
PC268
P-2
PC260
P-2
PC237
P-1
PC236
P-1
PC232
P-1
PC233
P-1
PC234
P-2
PC240
P-1
PC241
P-2
PC223
P-2
PC224
P-2
PC228
P-2
PC227
P-2
PC251
P-2
PC250
P-2
PC257
P-2
PC258
G B
-5
-0'-1" -0'-1"
-0'-1/2"
P-1M
PC225
P-1M
PC222
P-1M
PC226
P-1M
PC228
P-1M
PC222
P-1M
PC248
P-1
PC245
P-1M
PC249
P-1M
PC252
P-1M
PC259
P-1M
PC256
TP-6
P-8A
A1
SB401
GB-2 GB-2
G B
-2 G
B -2
GB-2 GB-2 GB-2 GB-2
G B
-2 G
B -2
G B
-8 G
B -8
GB-2GB-2GB-2GB-2 GB-2
G
B -8
G B
-8 G
B -8
G B
-1
P-1
PC263
P-1
PC261
P-1
PC266
MSW
M S
W
M S
W
A1
SB402
A3
SB401
A3
SB401
C2
SB401
C5
SB402
GB-8
GB-2GB-2 GB-2
GB-8
G B
-8
GB-8 G
B
-8
GB-8
G B
-8
GB-2
GB-8
GB-2
GB-2
GB-8
GB-8 GB-8 GB-8 GB-8
P-2
PC269
P-2
PC267
TP-5
P-2
PC67
P-2
PC71
GB-6 GB-6 GB-6 GB-6 GB-6 GB-6
P-2
PC66 PC101
P-8
PC70
P-2
PC99
P-2
PC103
P-2
PC254
C4
SB401
A5
SB401
MSW MSW
MSW
MSW
M S
W
M S
W
M S
W
M S
W
M S
W
-2'-6"
-2'-7"
0'-0" 0'-0" 0'-0" 0'-0" 0'-0" 0'-0" 0'-0" 0'-0"
0-0"
0-0" 0-0"
0-0"
0-0" 0-0" 0-0" 0-0" 0-0" 0-0" 0-0"
0-0"
0-0" 0-0"
-2'-10"
-2'-11"
-2'-10"
-2'-11" -2'-11"
-2'-10"
-2'-11"
0-0"
0-0"
-2'-10"
-2'-11" -3'-0"
-2-11"
-3'-0"
-2-11"
-3'-0"
-2-11"
-3'-0"
-2-11"-2'-10"
C5
SB504
ENGINEERS + SURVEYORS
A B C
D
KEYPLAN
E F
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
NEK
CUI
CUI
C U
I
12/15/2022
P -4
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
S
IT
E
B A
S E
D B
ID
A
N D
A D
D
IT
IO
N
A L
O P
TI
O
N S
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/B
LD
G
P
3- S
.rv t
/1
1/
:5 7:
P
M
As indicated
H A
N G
A R
F
O U
N D
A T
IO
N
P
LA
N
S E
C T
O
E
SB111ZE
12871462
SPEIGHT MARSHALL FRANCIS. .
STRUCTURAL ENGINEERS
SM&F Job No:WWW.SMANDF.CO
1228 PERIMETER PARKWAY, SUITE 201
P: 757.427.1020
VIRGINIA BEACH, VIRGINIA 23454
7814 CAROUSEL LANE SUITE 200
P: 804.464.4111
RICHMOND, VIRGINIA 23294
20.009-B
(FOR PLAN NOTES AND LEGEND SEE SHEET SB111A)1/8" = 1'-0"
A1
FOUNDATION - BID OPTION - Sector E
M O
D P
/2
M O
D P
A
N D
M O
D P
/2
SEQUENCE
(TYP. U.O.N.)
INNER
LAYERS
O U
TE
R
LA
Y
E R
S
B
C
HE
HF
11 1413
H15 H16 H17 H19
D
H18
B.2
A.7
C.6
C.5
H16.6H16.3
W 10x45
W 10x4
W 10x4
W 10x4
W 10x45
W 10x45
W 10x45
W 18x2
W 18x258
W 18x258
W 18x258 W
18x2
W 18x1
C1
SB401
C1
SB402
A1A
SB401
A1A
SB401
FOR CONTINUATION SEE SHEET SB111ZC
F O
R C
O N
T
IN
U A
T
IO
N S
E E
S H
E E
T S
B
1Z E
S E
C
TO
R E
S E
C
TO
R F
SECTOR C
SECTOR F
SECTOR C
SECTOR F
4 4GB-3 GB-3
GB-4 GB-4
G B
-4 G
B -4
G B
-8
GB-1M GB-1M GB-1M GB-1M GB-1M
G B
-5
S G
B
S G
B
P-4
PC102
P-4
PC133
P-4
PC134
P-6T
PC135
P-8B
PC136
P-8B
PC140
P-2
PC265
P-2
PC300
P-2
PC268
P-2
PC277
P-2
PC270
P-2
PC288
P-2
PC290
P-2
PC296
P-2
PC291
P-2
PC295
P-2
PC275
P-2
PC274
P-2
PC298
P-2
PC299
P-2
PC260
P-2
PC284
P-2
PC283
P-2
PC294
P-2
PC297
P-1M
PC106
P-1M
PC128
P-1M
PC129
P-1M
PC138
P-1M
PC139
G B
-5
BF
-0'-1"
-0'-1/2"
P-1M
PC278
P-1M
PC273
P-1M
PC279
P-1M
PC272
P-1M
PC280
P-1M
PC286
P-1M
PC281
P-1M
PC287
P-1M
PC293 P-2
PC292
P-2
PC285
P-2
PC282
TP-6
22'-0"C1A
SB403
G B
-2 G
B -2
G B
-8 G
B -8
GB-1
GB-1
G B
-1
G B
-1
P-1
PC264
P-1
PC263
P-1
PC262
P-1
PC261
GB-2 GB-2 GB-2 GB-2 GB-2
GB-2
GB-2
GB-2
P-1
PC266
GB-2 GB-2
GB-2
G B
-2
MSW
-0'-0 1/2"
-0'-0 1/2"
A1
SB402
SIM. TO
A3
SB401
C2
SB401
HSS3x3 x1
/4
W 10x33
A2
SB401
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
O N
E W
A Y
S
LA
B S
P A
N
GB-8 GB-8
GB-9
GB-8 GB-8 GB-8 GB-8
GB-8
G B
-8 G
B -8
G B
-8
GB-8
P-1
PC107
P-1
PC130
G B
-5
G B
-5
P-2
PC276
P-2
PC289
P-2
PC271
P-2
PC269
PG7 PG8
PG10
PG9
GB-6 GB-6 GB-6 GB-6 GB-6
P-2
PC104
P-2
PC132
P-2
PC103
P-2
PC131 P-2
PC137
(TYP.)
MSW
MSW
MSW
M S
W M S
W
M S
W
MSW
MSW
MSW
(-2'-0")
(-3'-10")
(-2'-0")
C3
SB402
-2'-6"
0'-0" 0'-0" 0'-0" 0'-0" 0'-0"
0'-0"
-2-10" -2'-7"
+1 1/4"+1 1/4"+1 5/16"+1 5/16" +1 5/16"+1 5/16"
0-0" 0-0"
G B
-5 G
B -5
G B
-5 G
B -5
G B
-5 G
B -5
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M
GB-9 (LOW)
GB-1M GB-1M
0-0" 0-0" 0-0" 0-0" 0-0" 0-0"
0-0"
0-0"
-2'-10"
-2'-11"
-2'-10"
-2'-11" -2'-11" -3'-0"
-2-11"
-3'-0"
-2-11"
-3'-0"
-2-11" -2'-10"
ENGINEERS + SURVEYORS
A B C
D
KEYPLAN
E F
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
NEK
CUI
CUI
C U
I
12/15/2022
P -4
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
S
IT
E
B A
S E
D B
ID
A
N D
A D
D
IT
IO
N
A L
O P
TI
O
N S
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/B
LD
G
P
3- S
.rv t
/1
1/
:5 7:
P
M
As indicated
H A
N G
A R
F
O U
N D
A T
IO
N
P
LA
N
S E
C T
O
F
SB111ZF
12871463
SPEIGHT MARSHALL FRANCIS. .
STRUCTURAL ENGINEERS
SM&F Job No:WWW.SMANDF.CO
1228 PERIMETER PARKWAY, SUITE 201
P: 757.427.1020
VIRGINIA BEACH, VIRGINIA 23454
7814 CAROUSEL LANE SUITE 200
P: 804.464.4111
RICHMOND, VIRGINIA 23294
20.009-B
(FOR PLAN NOTES AND LEGEND SEE SHEET SB111A)1/8" = 1'-0"
A1
FOUNDATION - BID OPTION - Sector F
M O
D P
/2
M O
D P
A
N D
M O
D P
/2
AT PILE CAPTYPICAL
1/
2"
C
LR
2"
C
LR
STRUCTURAL
SLAB-ON-GRADE -
SEE PLAN
SLAB REINFORCING -
SEE PLAN
CL GRADE BEAM AND
PILE CAP BEYOND
2' -0
GB-5 BEYOND -
SEE PLAN
3"
#4 AT 8"o/c WITH
STD. 90° HOOKS
EACH END
TOP OF GB-5
IS SLOPED
GB-9 (LOW)
SEE PLAN
PILE CAP -
SEE PLAN
TURN DOWN HIGH
GRADE BEAM ONTO
LOWER GRADE
BEAM
1/
2"
C
LR
2"
C
LR
STRUCTURAL
SLAB-ON-GRADE -
SEE PLAN
SLAB REINFORCING -
SEE PLAN
GRADE BEAM -
MONOLITHIC
SEE PLAN AND
OTHER DETAILS
3" CLR.
(TYP. U.O.N.)
CL GRADE BEAM AND
PILE CAP BEYOND
2' -0
9" C
LE
A
R
1/
2"
C
LR
2"
C
LR
STRUCTURAL
SLAB-ON-GRADE -
SEE PLAN
SLAB REINFORCING -
SEE PLAN
CL GRADE BEAM AND
PILE CAP BEYOND
FOR DETAILS
NOT NOTED SEE
SECTION A1/SB401Z
2' -0
GB-5 BEYOND -
SEE PLANGB-9 (LOW)
SEE PLAN
3"
#4 AT 8"o/c WITH
STD. 90° HOOKS
EACH END
TOP OF GB-5
IS SLOPED
ENGINEERS + SURVEYORS
4"
3/4" = 1'-0" GRAPHIC SCALE
0 1' 2' 3' 5'4'
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M
2A
B
A S
E B
ID
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
NEK
CUI
CUI
C U
I
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/B
LD
G
P
3- S
.rv t
/1
1/
:5 7:
P
M
3/4" = 1'-0"
H A
N G
A R
F
O U
N D
A T
IO
N
S E
C T
IO
N
S
SB401Z
EHI NAA DWS
12871464
3/4" = 1'-0" A1
SECTION
3/4" = 1'-0"
A4
SECTION
M O
D P
/2
M O
D P
A
N D
M O
D P
/2
CL GRADE BEAM EDGE OF SLAB
1 3" C
LE
A
R 2"
C
LE
A R
SLAB-ON-GRADE
TOP OF SLAB EL. -
SEE PLAN
OTHER DETAILS
SEE PLAN AND
SLAB REINF. -
STRUCTURAL
#4 AT 12" ON-CENTER
WITH STANDARD 90°
HOOKS EACH END
FINISHED GRADE -
SEE THE CIVIL DWGS.
VAPOR RETARDER
POROUS FILL
GRADE BEAM / PILE
CAP - SEE PLAN,
SCHEDULE AND
OTHER DETAILS
TOP OF GRADE
BEAM / PILE CAP
EL. - SEE PLAN
0" CLEAR
(TYP.)
6"
P-2A
PC45
P-2AT
PC54
P-2
PC42
P-2
PC40P-2
PC41
P-1M
PC43
A3
OSB401
A4
OSB401
G B
-2 G
B -2
GB-2
G B
-1 G
B -1
GB-1
P-1M
PC44
P-2T
PC55
-6 1/2"-8 5/8"
-6 1/2"
-8 5/8"
A4
OSB401
A1
OSB102XB
33'-0"
'-4
/4
EDGE OF SLAB AND
END OF CMU WALL
EDGE OF SLAB
EDGE OF SLAB AND
END OF CMU WALL
TP-1
FACE OF CMU WALL
REINFORCING
PLACEMENT
SEQUENCE
(TYP. U.O.N.)
OUTER
LAYERS
IN
N
ER
LA
YE
R S
1. SEE VOLUME 3 STRUCTURAL SHEETS FOR LEGEND, STRUCTURAL NOTES, ADDITIONAL
GENERAL NOTES, PLAN NOTES, SECTIONS AND TYPCIAL DETAILS.
2. DRIVE 1 - 80 LONG TEST PILE AT LOCATION SHOWN ON THE FOUNDATION PLAN. TEST
PILE LOCATIONS MAY BE RELOCATED TO DIFFERENT PILES IF APPROVED BY THE
CONTRACTING OFFICER.
GENERAL FOUNDATION PLAN NOTES :
ENGINEERS + SURVEYORS
1'-0" = 1'-0" GRAPHIC SCALE
0 3"2"1" 4"½"
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
CUI
CUI
C U
I
12/15/2022
P -4
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
S
IT
E
B A
S E
D B
ID
A
N D
A D
D
IT
IO
N
A L
O P
TI
O
N S
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/
B
LD
G P
5_
O S
F
-S
.rv t
/1
1/
:5 9:
P
M
As indicated
F O
U N
D A
T
IO
N P
LA
N
A N
D S
E C
T
IO
N
M E
C H
A N
IC
A
L Y
A R
D
OSB102XB
EHI NAA DWS
12871465
1/8" = 1'-0" C1
FOUNDATION PLAN - MECHANICAL YARD
(FOR PLAN NOTES AND LEGEND SEE VOLUME 3 SHEET SB102A)
3/4" = 1'-0" A1
SECTION
M O
D P
/2
M O
D P
A
N D
M O
D P
/2
1 2 3 4 5 6 7 98 10
B
C
D
A.2
C.8
PRECAST T-BEAM
PRECAST T-BEAM
PRECAST T-BEAM
RAMP DOWN TO SECOND LEVEL
STAIR STAIR
STAIR STAIR
SLOPE
SIGNAGE - SEE
THE ARCH. DWGS.
SIGNAGE - SEE
THE ARCH. DWGS.
C2
PSF412
C2
PSF412
PRECAST SPANDREL BEAM (TYP.)
PRECAST T-BEAM
PRECAST BEAM (TYP.)
PRECAST DOUBLE TEE (TYP.)
HSS10x6x1/2
HSS10x6x1/2
HSS10x6x1/2
HSS10x6x1/2
HSS10x6x1/2
HSS10x6x1/2
HSS10x6x1/2
HSS10x6x1/2
HSS10x6x1/2
HSS10x6x1/2
HSS10x6x1/2
HSS10x6x1/2
HSS10x6x1/2
HSS10x6x1/2
HSS10x6x1/2
HSS10x6x1/2
A3
PSF411Y
ENGINEERS + SURVEYORS
1'-0" = 1'-0" GRAPHIC SCALE
0 3"2"1" 4"½"
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
CUI
CUI
C U
I
12/15/2022
P -4
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
S
IT
E
B A
S E
D B
ID
A
N D
A D
D
IT
IO
N
A L
O P
TI
O
N S
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/P
R K
G P
3-
S .rv t
/1
1/
:0 0:
P
M
1/16" = 1'-0"
P A
R K
IN
G
G A
R A
G E
T
H
IR
D F
LO
O
R F
R A
M
IN
G P
LA
N
, B
ID
O P
T
IO
N W
/O P
A N
E L
S
PSF111Y
EHI JSC DWS
12871466
1/16" = 1'-0" (FOR PLAN NOTES AND LEGEND SEE SHEET PSF401Y)
THIRD FLOOR FRAMING PLAN W/O PHOTOTAIC (PV) PANELS
M O
D P
/2
M O
D P
A
N D
M O
D P
/2
1 2 3 4 5 6 7 98 10
B
C
D
A.2
C.8
C3
PSF412
C3
PSF412
PSF401Y
C1
PSF401Y
C1
(OPP. HAND)
PSF401Y
C1
(OPP. HAND)
PSF401Y
C1
A3
PSF411Y
ENGINEERS + SURVEYORS
0 10'
1/16" = 1'-0" GRAPHIC SCALE
20' 40' 60'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
A
IR
C
R A
FT
M
A
IN
TE
N
A N
C E
H A
N G
A R
V
O
LU
M
S
IT
E B
A S
E B
ID
A
N D
P A
R K
IN
G
G A
R A
G E
P V
P A
N E
LS
O
P
TI
O N
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
CUI
CUI
C U
I
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/P
R K
G P
3-
S .rv t
/1
1/
:0 0:
P
M
1/16" = 1'-0"
P A
R K
IN
G
G A
R A
G E
R
O O
F F
R A
M
IN
G P
LA
N
, B
ID
O P
T
IO
N W
/O P
V P
A N
E L
S
PSF121Y
EHI JSC DWS
12871467
1/16" = 1'-0" (FOR PLAN NOTES AND LEGEND SEE SHEET PSF401Y)
ROOF FRAMING PLAN W/O PHOTOTAIC (PV) PANELS
M O
D P
/2
M O
D P
A
N D
M O
D P
/2
C4
PSF411
C1
PSF411
C3
PSF411
C2
PSF411
K
H S
S 8x
4x 1/
(L
S V
'-0
H S
S 8x
4x 1/
(L
S V
'-0
HSS8x4x1/4 (LSV) (+38'-4")
HSS8x4x1/4 (LSV) (+34'-0")
C2
PSF411
C3
PSF411
HSS8x4x1/4 (LSV) (+34'-0")
K
1 12 K
HSS4x4x1/4 HSS4x4x1/4
X = COLUMN GRID MARK
FRAMING PLAN LEGEND :
(+XX'-XX") = TOP OF STEEL (T.O.S.) ELEVATION - MEASURED
FROM REFERENCE ELEVATION 0'-0"
(HI = HIGH; LO = LOW; SL = SLOPE)
± = APPROXIMATE DIMENSION OR ELEVATION
(FIELD VERIFY)
GENERAL FRAMING PLAN NOTES :
A. SEE THE DIMENSION PLAN ON SHEET PSB101 AND THE ARCHITECTURAL DRAWINGS FOR
DIMENSIONS NOT SHOWN.
B. FOR THE STRUCTURAL NOTES AND ABBREVIATIONS SEE SHEETS PS001 AND PS002.
C. ROOF JOISTS AND OTHER ROOF DECK SUPPORTS MUST BE SPACED EQUALLY BETWEEN
GIVEN LOCATIONS, WITH A MAXIMUM SPACING OF 5'-0" ON-CENTER.
D. ROOF CONSTRUCTION MUST BE 1 1/2" STEEL ROOF DECK SPANNING BETWEEN SUPPORTS.
E. ALL PHOTOVOLTAIC PANEL TRELLIS FRAMING, PLATES AND CONNECTORS MUST BE HOT-
DIPPED GALVANIZED.
F. SEE VOLUME 4 STRUCTURAL SHEETS FOR STRUCTURAL NOTES, SECTIONS, AND TYPICAL
DETAILS
ENGINEERS + SURVEYORS
1/4" = 1'-0" GRAPHIC SCALE
15'10'5'1'0
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
A
IR
C
R A
FT
M
A
IN
TE
N
A N
C E
H A
N G
A R
V
O
LU
M
E B
A S
E B
ID
A
N D
P A
R K
IN
G
G A
R A
G E
P V
P A
N E
LS
O
P
TI
O N
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
CUI
CUI
C U
I
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/P
R K
G P
3-
S .rv t
/1
1/
:0 0:
P
M
As indicated
P A
R K
IN
G
G A
R A
G E
F
R A
M
IN
G P
LA
N
D E
T A
IL
S
, B
ID
O P
T
IO
N W
/O P
V P
A N
E L
S
PSF401Y
EHI JSC DWS
12871468
1/4" = 1'-0" C1
TYPICAL STAIR ROOF FRAMING PLAN
M O
D P
/2
M O
D P
A
N D
M O
D P
/2
1/ 2"
1'-0"CL HSS
COLUMN
PRECAST CONCRETE BEAM
SPANNING TO PRECAST
CONCRETE COLUMN BEYOND
HSS COLUMN - SEE PLAN
LIGHTING FIXTURE -
SEE ELECTRICAL
(TYP.)
CAP PL1/2
CL PRECAST WALL
AND BEAM BELOW
5"
PRECAST PANEL
EMBED PLATE AT
4'-0" MAX. SPACING
1/4
EL. - SEE THE ARCH. DWGS.
GLAZING SYSTEM - SEE
THE ARCH. DWGS.
HSS - SEE PLAN (TYP.)
JOIST TOP CHORD
JOIST - SEE PLAN
ROOFING MATERIALS -
SEE THE ARCH. DWGS.
STEEL DECK
CONT. BENT
(1'-0" MAX. AT ENDS)
1/4 3
TYP.
TYP.
PL1/4x4x4 AT EACH
10 1/2"
F.O. PRECAST
PANEL
CL HSS
F.O. PRECAST PANEL
4"
CL HSS PRECAST PANEL
11 1/2"
HEEL OF BENT PLATE
AND END OF JOIST
T.O.S. EL. -
SEE PLAN
EXTENSION
BY PRECAST MANUF.
EMBED PLATE (TYP.)
1'-3 3/4"
PL5/16x9x7 (LLH)
T.O.S. EL. - SEE PLAN
METAL STUD (PARTIALLY
SHOWN FOR CLARITY) -
SEE THE ARCH DWGS.
JOIST - SEE PLAN (TYP.)
L2x2x1/4 DIAGONAL BRACE
AT 4'-0"o/c MAX. (TYP.)
STEEL DECK
PL1/4x13x6 1/2 (LSH)
CONT. BENT
FOR DETAILS
NOT NOTED SEE
SECTION C1/PSF411
10 1/2"
F.O. PRECAST
PANEL CL HSS
1'-0"
CL JOIST
CONT. L3x3x1/4
3 5/8" COLD-FORMED STUDS
SPACED AT 16"o/c MAX. -
SEE 'COLD-FORMED METAL
FRAMING NOTES' ON SHEET
PS002 AND THE ARCH. DWGS.
F.O. PRECAST
PANEL AND HEEL
4"
FACE OF STUD
OF BENT PLATE
3/16 1 1/2-12
GRAVITY AND LATERAL
CONENCTION DESIGNED
BY COLD-FORMED
METAL FRAMING
ENGINEER
3 1/2"
HEEL OF ANGLE
3/16 1 1/2-12
FOR DETAILS
NOT NOTED SEE
SECTION C3/PSF411
1'-0"
CL JOIST
F.O. PRECAST
PANEL AND HEEL
4"
FACE OF STUD
OF BENT PLATE
3 1/2"
HEEL OF ANGLE
10 1/2"
F.O. PRECAST
PANEL CL HSS
1/
2"
EMBED PL1/4
BY PRECAST MANUF.
FOR DETAILS
NOT NOTED SEE
SECTION C3/PSF411
10 1/2"
F.O. PRECAST
PANEL
CL HSS
F.O. PRECAST
PANEL
11 3/4"
BENT PLATE
END OF JOIST
7 1/2"
HEEL OF
CONT. BENT
PL5/16x9x7 (LLH)
ENGINEERS + SURVEYORS
1'-0" = 1'-0" GRAPHIC SCALE
0 3"2"1" 4"½"
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
A
IR
C
R A
FT
M
A
IN
TE
N
A N
C E
H A
N G
A R
V
O
LU
M
E B
A S
E B
ID
A
N D
P A
R K
IN
G
G A
R A
G E
P V
P A
N E
LS
O
P
TI
O N
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
CUI
CUI
C U
I
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/P
R K
G P
3-
S .rv t
/1
1/
:0 0:
P
M
3/4" = 1'-0"
P A
R K
IN
G
G A
R A
G E
F
R A
M
IN
G S
E C
T
IO
N S
, B
ID
O P
T
IO
N W
/O P
V P
A N
E L
S
PSF411Y
EHI JSC DWS
12871469
3/4" = 1'-0" A3
SECTION
3/4" = 1'-0" C1
SECTION
3/4" = 1'-0"
C2
SECTION
3/4" = 1'-0" C3
SECTION
3/4" = 1'-0"
C4
SECTION
M O
D P
/2
M O
D P
A
N D
M O
D P
/2
| Sheets |
| SB111ZA - HANGAR - FOUNDATION PLAN - SECTOR A |
| SB111ZB - HANGAR - FOUNDATION PLAN - SECTOR B |
| SB111ZC - HANGAR - FOUNDATION PLAN - SECTOR C |
| SB111ZD - HANGAR - FOUNDATION PLAN - SECTOR D |
| SB111ZE - HANGAR - FOUNDATION PLAN -SECTOR E |
| SB111ZF - HANGAR - FOUNDATION PLAN - SECTOR F |
| SB401Z - HANGAR - FOUNDATION SECTIONS |
2025-11-11T19:27:30-0500
2025-11-11T19:27:53-0500
2025-11-11T19:27:54-0500
2025-11-11T19:27:54-0500
2025-11-11T19:27:55-0500
2025-11-11T19:27:56-0500
2025-11-11T19:27:57-0500
2025-11-11T19:27:58-0500
2025-11-11T19:27:58-0500
2025-11-11T19:27:59-0500
2025-11-11T19:28:00-0500
2025-11-11T19:28:01-0500
2025-11-22T19:12:55-0500
2025-11-22T19:13:30-0500
2025-11-22T19:12:56-0500
2025-11-22T19:12:57-0500
2025-11-22T19:12:57-0500
2025-11-22T19:12:57-0500
2025-11-22T19:12:57-0500
2025-11-22T19:12:58-0500
2025-11-22T19:12:58-0500
2025-11-22T19:12:59-0500
2025-11-22T19:12:59-0500
2025-11-22T19:12:59-0500
2025-11-22T19:13:00-0500
2025-11-22T19:13:31-0500
2025-11-22T19:13:31-0500
2025-11-22T19:13:31-0500
2025-11-22T19:13:32-0500
2025-11-22T19:13:32-0500
2025-11-22T19:13:32-0500
2025-11-22T19:13:33-0500
2025-11-22T19:13:33-0500
2025-11-22T19:13:33-0500
2025-11-22T19:13:33-0500
2025-11-22T19:13:34-0500
File details come from the government source that posted it. Updated .